Permeable Pavers

Permeable Pavers
Opus,Via Appia 60 and Via Appia 80 pavers
Product Description:
The installation of Bolduc’s permeable pavers over an open graded crushed stone base,
that acts like a retention reservoir, creates a temporary storage system for surface water
runoff. This system can replace traditional impermeable paving in order to control and/
or reduce surface water runoff, minimize the need for temporary water retention structures, and improve the quality of surface water runoff. Rainwater recharges the water
table, and fewer pollutants and sediments enter waterways, helping the environment.
The Bolduc permeable pavers meets CSA A231.2 physical and mechanical standards.
USEPA (United States Environmental Protection Agency) recognizes permeable paving
as one of the best ways to manage surface water.
Bolduc paver models that can be used as permeable paver
or as regular residential paver.
Opus paver
Via Appia 60 Via Appia 80
module 1
Thickness
2 3/8 in.
Dimensions 3 15/16 x 7 7/8 in.
Pieces Count per ft2
4,1
Surface opening
percentage
6,8%
CN* coefficient
65
2 3/8 in.
2 3/8 x 3 1/8 to 7 x 4 3/4 to 9 1/2 in.
4,1 3 1/8 in.
3 1/8 x 3 1/8 to
4 3/4 x 4 3/4 to 9 1/2 in.
5,1
4,3% 65 4,5 %
65
*Coefficient for the SCS method. This approximate value is based on a conservative long-term infiltration
rate through the pavement of 1 inch/hour.. Lower Cn values can be used in design if a maintenance program that includes cleaning/replacing of permeable joint filling material is expected to be strictly followed
during the expected life of the pavement.
Opus Paver
Via Appia 60 Paver
Via Appia 80 Paver
BOL-FeuilletPermeable_en.indd 1
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TECHNICAL SPEC SHEET
Permeable Pavers
Opus,Via Appia 60 and Via Appia 80 pavers
An Example of Permeable Pavers
The preferred option is to let the water that gets stored in the crushed
stone reservoir infiltrate the native soil. This can be accomplish if the following conditions are achieved :
•N
ative soil (sub grade) below the reservoir must have a water
permeability greater than 0.5 inches/hr.
• The base of the crushed stone reservoir must be flat.
•T
he crushed stone storage system must be at least 2 feet above the
water table and more than 100 feet from a drinking water supply
(well).
•T
he paved surface of the storage system must have a slope of at least
1% but no more than 5%.
In some cases water can’t or must not be absorbed by the existing soil
and must instead be redirected toward a more conventional wastewater
collection network. In such cases, the system acts as a retention structure,
designed to reduce peak flows in the surface water collection network.
Permeable Paver Design
The reasons for using a permeable paving system must be clearly
established. It must be determined if the system allows for complete or
partial water infiltration into native soil. When designing a permeable
paving system, it is common practice to include a secondary surface
water control system to manage surplus water not dealt with by the
permeable paving system when precipitation exceeds levels anticipated during the design process. Once the basic parameters have been
established, the permeable paving system is then designed, taking into
account site conditions such as precipitation data (for recurrence and
intensity) and affluent runoff surfaces other than the paving surface
itself (if applicable), as well as the runoff characteristics of these surfaces. These datas allow the designer to establish the flow and volume
of water that will percolate through the permeable joints between the
pavers and be collected in the crushed stone reservoir beneath the
pavement. Characteristics that are representative of the system’s
long-term absorption capacities must be used in the design stage. For
applications where a periodical joints maintenance program will apply
(rehabilitation of original permeability of joint material) and where
permeability of natural soil is high, infiltration rates of 5 inches/hour and
more can be used in design. Otherwise, the recommended conservative
long-term infiltration rate for the design stage is 1 to 3 inches/hour.
Typical cross section of permeable
pavement structure for residential applications.
Surface runoff is directed toward the crushed stone reservoir via openings (joints) in the paving system. AASHTO no. 9 crushed stone is used
as a bed face for the pavers and to fill the joints between them. The bed
face is generally 1 to 2 inches thick.
AASHTO number 9 grading
Nominal size
Pourcent passing%
3/8 in.
No. 4 No. 8
No. 16
No. 50
100
85 to 100
10 to 40
0 to 10
0 to 5
(Sieves with square openings)
For pedestrian and low vehicular application like residential driveways,
sidewalks, patios, the stone reservoir is generally made up of AASHTO
no. 57 crushed stone with a void percentage of at least 32%—preferably
40%—to allow water to be stored inside. The thickness of the reservoir
normally varies from 6 to 12 inches depending on anticipated traffic
loads and surface water runoff. When water running over the pavement
is to be absorbed by the native soil, a permeable geotextile membrane
is usually placed below the stone reservoir. When the water collected
cannot be absorbed by the existing soil, an impermeable membrane is
installed at the bottom of the open graded base.
For application where medium to high vehicular circulation is expected,
a sub base is generally added to the pavement structure. The sub base is
generally made up of open graded AASHTO no. 2 crushed stone with a
void percentage of 32 to 40%.
1358–2nd Street, Industrial Park,
Sainte-Marie, Beauce, Québec, Canada G6E 1G8
BOL-FeuilletPermeable_en.indd 2
Sainte-Marie: Toll free Canada: Toll free USA: Fax: www.bolduc.us
[email protected]
(418) 387-2634
1-800-463-8966
1-800-603-5567
(418) 387-6438
Printed in Canada
For more information, contact:
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